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Transport in heterogeneous porous formations: Spatial moments, ergodicity, and effective dispersion

Gedeon Dagan
- 01 Jun 1990 - 
- Vol. 26, Iss: 6, pp 1281-1290
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TLDR
In this paper, the first and second spatial moments are regarded as random functions of time, and their expected value and variance are derived in terms of the velocity field, and the moments are assumed to satisfy the ergodic hypothesis if their coefficients of variation are negligible.
Abstract
Transport of inert solutes in natural porous formations is dominated by convection and by the large-scale heterogeneity of permeability. A solute body inserted in the formation spreads because of the variation of velocity among and along the stream tubes which cross the plume. With neglect of the slow effect of pore-scale dispersion the solute particles preserve their initial concentration, but the body as a whole spreads in an irregular manner (Figures 1, 2, and ). The transport theory, based on representation of permeability and velocity as random space functions, can predict the expected value and variance of concentration, but under the above conditions, the coefficient of variation may be large. In contrast, the spatial moments of the solute body are less susceptible to uncertainty, depending on the transverse dimensions of the plume and on the travel time. The first and second spatial moments are regarded as random functions of time, and their expected value and variance are derived in terms of the velocity field. The moments are assumed to satisfy the ergodic hypothesis if their coefficients of variation are negligible. The conditions which ensure the fulfillment of this requirement are examined. The “effective dispersion coefficients” are defined with the aid of the spatial moments and are shown to depend generally on the initial size of the solute body and on travel time. The results are illustrated by an analytical solution of transport in a stratified formation with the average velocity parallel to the bedding.

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Citations
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Modeling non‐Fickian transport in geological formations as a continuous time random walk

TL;DR: The continuous time random walk (CTRW) approach has been used to quantify non-Fickian transport of contaminants at field and laboratory scales in a wide variety of porous and fractured geological formations as mentioned in this paper.
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The emergence of hydrogeophysics for improved understanding of subsurface processes over multiple scales.

TL;DR: How geophysical methods have emerged as valuable tools for investigating shallow subsurface processes over the past two decades is documented and a vision for future developments relevant to hydrology and also ecosystem science is offered.
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Eulerian derivation of the fractional advection-dispersion equation.

TL;DR: A fractional advection-dispersion equation (ADE) is a generalization of the classical ADE in which the second-order derivative is replaced with a fractional- order derivative, and has solutions that resemble the highly skewed and heavy-tailed breakthrough curves observed in field and laboratory studies.
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Variable-density groundwater flow and solute transport in heterogeneous porous media: approaches, resolutions and future challenges.

TL;DR: Results indicate that both the onset of instabilities and their subsequent growth and decay are intimately related to the structure and variance of the permeability field, which is a challenge for future research.
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Simulation of dispersion in heterogeneous porous formations: Statistics, first-order theories, convergence of computations

TL;DR: In this paper, the results of numerical analysis of dispersion of passive solutes in two-dimensional heterogeneous porous formations are discussed, and the results suggest that quite different rates of convergence with Monte Carlo runs hold for different spatial moments and that over 1000 realizations are required to stabilize second moments even for relatively mild heterogeneity (sigma(Y)2 < 1.6).
References
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Journal ArticleDOI

Dispersion of soluble matter in solvent flowing slowly through a tube

TL;DR: In this paper, it was shown analytically that the distribution of concentration produced in this way is centred on a point which moves with the mean speed of flow and is symmetrical about it in spite of the asymmetry of the flow.
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On the Dispersion of a Solute in a Fluid Flowing through a Tube

TL;DR: In this paper, it was shown that the rate of growth of the variance is proportional to the sum of the molecular diffusion coefficient and the Taylor diffusion coefficient, where U is the mean velocity and a is a dimension characteristic of the cross-section of the tube.
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A natural gradient experiment on solute transport in a sand aquifer: Spatial variability of hydraulic conductivity and its role in the dispersion process

TL;DR: The Borden aquifer was examined in great detail by conducting permeability measurements on a series of cores taken along two cross sections, one along and the other transverse to the mean flow direction as discussed by the authors.
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Solute transport in heterogeneous porous formations

TL;DR: In this article, a first-order perturbation approximation of the Eulerian velocity covariances for uniform average flow is used to derive closed-form expressions of the closedform expressions for the concentration expectation value, which satisfies a diffusion equation with time-dependent apparent dispersion coefficients.
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Stochastic subsurface hydrology from theory to applications

TL;DR: In this paper, the authors used perturbation-based spectral theory to estimate the head variance, effective conductivity tensor, and macrodispersivity tensors in a field, and used these results to answer important questions about the large-scale behavior of naturally heterogeneous aquifers.